SW4210901_Plansheet - Proposed Conditions/Site Plan_20211117

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LOT NO. 30
OSSE FOR
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SWALE
C & J PROPERTY HOLDEN —
OF NC, LLC _
PIN# 8857836360
\ \ DB 3826 PG 0794
i . PROP. 50'
-� PRIVATE R/W \ \
PROP. END OF SD'
PUBLIC R/W
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28.50'
// MOOREFIELD �\ \
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WRENN PIN:1J8500 /$ue
DB 767 PG 803
D.B. 3091 PG. 691 - PB 075 PG 0106�
PIN:118499
2-9' X 19'
PARKING SPACES
FOR PHASE 3
CONSTRUCTION
EX. DIRECTIONA
ARROWS AN
SIGNAGE FOR
ONE-WAY TRAFFIC
I
EX. 8' WIDE X 19'
HANDICAP SPACE
3 EXISTING, 9' X 19' AND ACCESS
PARKING SPACES AISLE W/SIGNAG E
EX. CONCRETE PAD \
EX.
MAIL \
KIOSK
- 3.64'
— 10.94' \
— MAIL KIOSKS CENTERED
ON CONCRETE SLAB &
SPACED 6" APART
J EX. 5' CONC. WALK, _\
FLUSH WITH ASPHALT \
346'
�R=20� �Q O% —
KERN_ODLE LANDING DR. _
50' PUBLIC R/W
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96'
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Lu
MAIL KIOSK
SCALE: 1"=30'
�O Q
R=20'--
6 \�
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ENVIRONMENTAL HEALTH/SOILS NOTES
SOILS MAPPING PERFORMED BY OTHERS.
MILL RD
C,
PROP. HOUSE BOX
(TYP.)
50'
50' R/W
20'PA EMENT
8'
SHOULDER
PER FT.
3-A S�OpE
ALL CONSTRUCTION TO BE TO N.C. D.O.T. STANDARDS &
SPECIFICATIONS. 8" ABC
2" S9.5B
CONTRACTOR TO LOCATE ALL UTILITIES PRIOR TO
AVERAGE RATE: 165 Ibs./sy.
CONSTRUCTION.
RESIDENTIAL ROAD
N.T.S.
OFF -SITE SEPTIC AREAS TO MEET OFF -SITE POLICY FROM STATE OF NORTH CAROLINA AND
SUBDIVISION ORDINANCE STANDARDS.
OFF -SITE LAYOUTS FOR LOTS TO BE PERFORMED BY A LICENSED SOILS SCIENTIST WITH LOT NUMBERS
THAT CORRESPOND TO THE LOT EACH AREA SERVES.
NO LONGITUDINAL RUNS OF PRIVATE SEWER ARE ALLOWABLE WITHIN THE RIGHT OF WAY.
PERPENDICULAR STREET CROSSINGS WITH FULL ENCASEMENT WITHIN THE RIGHT OF WAY ARE
ALLOWABLE WITH A NCDOT ENCROACHMENT AGREEMENT.
LEGEND
c�
STORM MANHOLE (STMH)
UTILITY POLE
LIGHT POLE
GROUND LIGHT
•
GUY WIRE
YARD INLET (YI)
UQ
UTILITY PEDESTAL
cv
GAS VALVE
OHU
OVERHEAD POWER LINE
--------�---
GAS LINE
WATER LINE
Ue
UNDERGROUND ELECTRICAL
x
FENCE LINE
WOODSLINE (TYP.)
TERRY SMITH
VICINITY MAP
1" = 2000'
O�5, um ffY PRo FoT*
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BEFORE YOU DIG!
CALL 811 N.C. ONE -CALL CENTER
IT'S THE LAW!
6' 6'
OULDER DITCH
'"PER —Fr.
ABC 1:1
DB DEED BOOK
PB PLAT BOOK
PG PAGE
R/W RIGHT-OF-WAY
E/P EDGE OF PAVEMENT
E/G EDGE OF GRAVEL
CONC CONCRETE
RCP REINFORCED CONCRETE PIPE
DI DROP INLET
CI CURB INLET
FFE FINISH FLOOR ELEVATION
BSMT BASEMENT
TPED TELEPHONE PEDESTAL
THH TELEPHONE HAND HOLD
DMUE DRAINAGE MAINTENANCE & UTILITY EASEMENT
GRAPHIC SCALE
100 0 50 100 200
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DRAWN BY: AGB
CHECKED BY: ARS
DATE: 10/14/2020
PROJECT NO.: 302-19
REF. NO.:
SCALE: 1"=100'
( IN FEET )
1 inch=100ft.
20F11